cable domes

Force Finding of Tensegrity Cable Domes & Imbalance Force Iterative Method

索穹顶结构的找力分析方法&不平衡力迭代法

The analysis of static mechanical properties for cable domes

索穹顶结构的静力性状分析

Simulation of erection procedures of cable domes based on nonlinear FEM

基于非线性有限元的索穹顶施工模拟分析

New forms and initial prestress calculation of cable domes

索穹顶结构的新形式及其初始预应力确定

Analysis of geometric stability for cable domes

索穹顶结构几何稳定性分析

Some conclusions are finally drawn which will guide the further research and application of cable domes .

得出的结论对该类结构的进一步研究和工程应用具有指导意义。

A simplified calculation method for initial prestress distribution of sunflower-patterned cable domes

葵花型索穹顶初始预应力分布的简捷计算法

Computation Method for Initial Stiffness of Axial Symmetric Cable Domes with Circular Plane after Forming

圆形平面轴对称索穹顶结构成形后的刚度计算

Optimal design of cable domes

索穹顶结构截面和预应力优化设计

Cable domes structure optimization design consists of three aspects , prestress optimization design , section optimization design and shape optimization design .

索穹顶结构优化设计分为三个方面：预应力优化设计、截面优化设计、形状优化设计。

Application of integrity feasible prestressing to tensegrity cable domes

索穹顶结构整体可行预应力概念及其应用

A simplified calculation method for initial prestress of levy cable domes with the consideration of self-weight

Levy型索穹顶考虑自重的初始预应力简捷计算法

Numerical results show that the proposed method is accurate and valid to control the shape of cable domes which can easily meet architectural requirements .

算例分析表明，所提出的方法是准确有效的，它能够精确控制索穹顶结构的外形，使其满足建筑要求；

Advances in cable domes

索穹顶结构体系的研究进展

The comparison between two construction simulation analysis methods for high-rise building structures is presented in this paper . Simulation of erection procedures of cable domes based on nonlinear FEM

通过算例指出，在高层建筑结构整体刚度形成后，进行分层加载的施工模拟方法不够准确，有时会导致较大差错。基于非线性有限元的索穹顶施工模拟分析

Using the Newton-Raphson method , one example was analyzed , and the result showed that the model presented in this paper was accurate and efficient for nonlinear static analysis of cable domes .

结果表明，本文方法精度很高，适合于索穹顶结构的空间非线性分析。

This paper presents the object-oriented program architecture for optimal design of tensegrity cable domes , which can be adopted in pre-press optimization , section optimization , and shape optimization .

该优化设计程序可以对张拉整体索穹顶结构进行预应力优化、截面优化和形状优化设计。

The present work may serve for the reference of initial design of cable domes . And the construction research provided in this paper may be of help to further research and application of cable domes .

本文的工作可以为该类结构的初始选型和设计提供依据。本文的试验研究有助于对该类结构的进一步研究和工程应用。

The existing two styles of cable domes are Geiger style and Levy style , whose representational projects are 1988 's Seoul Olympics stadium and 1996 's Atlanta Olympics stadium respectively .

目前国际上现有的索穹顶形式主要有Geiger型和Levy型两种，代表工程分别为1988年汉城奥运会体操馆和1996年亚特兰大奥运会主场馆。

In this thesis , systematic study of rectangular cable domes is carried out , which includes the distribution of prestress , solution of structure mechanic displacement , construction method , static and dynamic property of the structure , cooperative studies on cable-strut-membrane , and experiments of the structure model .

本文对矩形平面Geiger型索穹顶结构的可行预应力分布、机构位移求解、施工张拉成形方法、结构的静动力性能、索杆膜的协同分析及其结构模型试验等内容进行了系统的研究。

Finite Element Method with Curved Cable Element for the Nonlinear Analysis of Cable Domes

索穹顶结构非线性分析的曲线索单元有限元法